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Home My WebLink AboutPermit for connection to or use of MWCC Facilities Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101-1633 612 222-8423 January 21, 1994 Mr. John Gerhardson Public Works Director City of Orono 'JAN4 1 P.O. Box 66 Orono, MN 55323-0066 RE: Permit for Connection To or Use of MWCC Facilities Permit Number 1257 Dear Mr. Gerhardson: This letter is to inform you that the Metropolitan Waste Control Commission (MWCC) has approved your application for Permit for Connection To or Use of Commission Facilities . Enclosed is your approved MWCC Permit Number 1257 for the connection of a 2" PVC sanitary sewer to the MWCC' s Sanitary Sewer Interceptor 83-52 at the intersection of Highway 12 and Stubbs Bay Road North, in the City of Orono (see enclosed plan sheet) . Also enclosed is an extra copy of the approved permit. This copy should be provided to the contractor who will be making the connection so that s/he is aware of the MWCC' s requirements. Please note that the connection shall be made in accordance with the Standard Detail PL100 attached to and made a part of this Permit No. 1257 . It is required that the City contact Mr. Wally Wessels' office at telephone number 612-772-2585 (7 : 30 a.m. to 4 : 00 p.m. ) and make arrangements to have an inspector on site at the time the connec- tion is being made. A minimum 48-hour notice shall be given. Please refer to the permit index number when requesting an inspection. PLEASE NOTE: If the Commission' s inspector is not notified prior to installation of the connection, the applicant will be required to pay all costs associated with re-excavation and inspection. nc re� ' on� o hnson Real _tate Specialist CLJ:bw Enclosures cc : W.R. Wessels, w/enclosures E.J. Bloom, w/enclosure Equal Opportunity/Affirmative Action Employer OWW Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101-1633 612 222-8423 Og _ PERMIT NO. / y INTERCEPTOR APPLICATION AND PERMIT FOR CONNECTION TO, OR USE OF, METROPOLITAN WASTE CONTROL COMMISSION FACILITIES (Note: this form must be submitted in duplicate) APPLICATION The City of Orono hereby applies for a permit for connection to, or use of, Metropolitan Waste Control Commission (MWCC) facilities. A description of the proposed connection or use is attached to this Application as Exhibit A, Supplemental Data Sheet. By execution of this Application, the Applicant agrees to: 1. Provide such additional information as is requested by the MWCC in order to make a determination on permit issuance. 2 . Abide by the permit terms and conditions set forth below and all applicable state and local laws, ordinances, rules and regulations. 3 . Pay all applicable permit fees (i.e. , Service Availability Charge and Industrial Strength Charge) in accordance with MWCC rules and regulations . 4 . Reimburse the MWCC for any damages resulting to the MWCC ' s facilities as a result of the connection or use of its facilities. 5 . Indemnify and hold harmless the MWCC, its employees, agents, and contractors from and against all claims, damages, losses and expenses, including but not limited to attorney' s fees, arising out of or resulting from the connection to, or use of, MWCC facilities, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease, or death or to. injury to or destruction of tangible property, including the loss of use resulting therefrom, and (2) is caused in whole or in part by any negligent act or omission of the Applicant, its contractors, subcontractors, or anyone directly or indirectly employed by any of them, regardless of whether or not it is caused in part by the MWCC. Dated 1-13-94 CITY OF Orono SIGNATURE Print Name: John R. Gerhardson 413• '1�� Title: Public Works Director Page 1 of 3 Equal Opportunity/Affirmative Action Employer _01aL 16, 1 .r, PERMIT It has been determined that Applicant has adopted a comprehensive sewer plan, has submitted it to the MWCC as - required by law, and that the proposed connection to, or use of, MWCC facilities conforms to the adopted comprehensive plan or adopted comprehensive plan or adopted revisions thereof. Permission- is hereby granted to Applicant for connection to, or use of, MWCC facilities in accordance with the 'description provided by Applicant. This permit is issued under the following terms and conditions: 1. The -provisions of the Waste Discharge Rules for the Metropolitan Disposal System, Minn. Rules, Chapter 5900 apply to activity carried out under this permit. 2 . This. permit does not replace permits required by the Minnesota Pollution Control Agency or the necessity of securing other permits and fulfilling requirements of other governmental units. 3 . The MWCC' s issuance of this permit does not constitute a certification that the project design and construction proposed by Applicant meet engineering standards. Applicant remains responsible for design and construction, including safety, for the, project. Applicant's attention is specifically directed to the confined space rules adopted by the Minnesota Department of Labor and Industry, OSHA Regulations, Parts 5202 . 100 through 5205. 1040 and 5207. 0300. 4 . This permit shall .be null and void if the connection proposed by Application is not made within 90 days from the date of issuance. 5. This permit is subject to modification or revocation and may be suspended at any time for failure to comply with its terms. Issuance Date < H2O !�METROPOLITAN WASTE CONTROL COMMISSION By Assistant Director, ngineering/ W. Department Page 2 of 3 EXHIBIT A Supplemental Data Sheet PERMIT NO. 15� Community Orono Date 1-13-94 Individual Making Application D. Brian Fulmer Phone 473-9026 Representing Who Location of Connection 3505-07 Wayzata Blvd. (Hwy 12 at SE corner of Work to be Done by unknown Stubbs Bay Rd. ) Type of Connection To interceptor with a wet tEUbpth 11 ' Size of Connecting Sewer 2" Pipe Material PVC""sojj�..t(. CPU 14--7 U-E3oLr THZG:s0Efl ADA prbg: -M Sc1-dr-VULE itn PVC- Invert VGInvert Elevation 969 . 0 Area Served in Acres : Residential 7. 8 acres Commercial Industrial Predicted- Flow in Gallons Per day Initial 1096 Design 1096 Characteristics of Discharge: Residential normal household use Commercial dog kennel high animal wastes and wa-r �.atAr Industrial Unusual Characteristics of Above ( Strength, Oils , Chemicals , Temperature & etc. ) High amounts of animal wastes and wash water Page 3 of 3 FRE Na NIt%b STO I 100 1 Note: If a sewer main is connected more than 24' above the invert of the outgoing sewer, connection shall be by means of an outside drop. See Plates 103 and 104. •'• 2 Q A. ... 'bo Type A, 8, or C See PL105 11. SECTION .A_.A, by e •'j -* Groin R2'-0 Grout 10. + ' Grout VARIES 4• �` 5 W 5' Grout 5' IFI 10' MIN 13. He Varies 12. : ..:y�r.•' :..' y :� i 6. PLAN 1'-0' 15 General Notes: Neenah R-1733 frame, type "B' lid and concealed ® Lean concrete to bear against firm undisturbed soil. pick holes for in Roadway Access Structures (IRAS). Provide water tight sleeve or cast—in gasket all pipes. One (mox.) reinforced concrete adjusting ring Y, C See PL105. or 6" thick with full 3/8" bed of mortar. ED Provide o—ring rubber gasket per ASTM C-443. Provide 2 rings of E—Z stick (1/47) gasket material 11 12' wide polypropylene encased steps. under costing. ED First length of pipe shall be ductile iron pipe or Precast/reinforced eccentric cone and riser sections as SOR 26 pvc for new connections. required per ASTM C-478. 13 For connection to existing AS's, core dell opening and . Use only precast sections. No brick.or block. provide Type B water tight connector. i 8' cast in—place concrete or 6' precast reinforced 14 4' minimum — sand cushion. concrete (64" min. o.d.). ! 15 Underdisturbed soil or compacted subgrode. Cement mortar all around. 16. Lifting holes which penetrate through section walls are I not permitted. GRAVITY SEWER ACCESS STRUCTURE ' �,�,,,� COX. GRAVITY MP1 METROPOLITAN WASTE CONTROL �cr No' ��By- MVYCC COMMISSION FB 9 10/93 ENGINEERING/CONSTRUCTION STANDARD INTERCEPTOR DETAILS s PL100 '"PROS DEPARTMENT ST. PAUL MINNESOTA Otto G.Bonestroo,PE. Howard A.Sanford,P.E. Agnes M.Ring,A.I.C.P Miles B.Jensen,PE. Robert W. lip Gravel, E. Bonestroo Joseph C Andelik,RE Robert R.Pfeffede,PRE. Thomas W.Peterson,P.E. Karen L.Wemeri,P.E. Rosene Marvin L.Sorvala,P.E. Richard W.Foster,P.E. Michael C.Lynch,P.E. Gary D.Kristofitz,P.E. Richard E.Turner,P.E. David O.Loskota,P.E. James R.Maland,P.E. F Todd Foster,PE. MEM Glenn R.Cook, Anderlik & Thomas E E.Noyes,RE. Jerry A.Bourdon, tt PE. Robert C.Russek, Sc J.A A.I.A.ganek,P.E. Do.Pertzsch,RE. luglas J.Benoit,P.E. Robert G.Schunicht,P.E. Mark A.Hanson,P.E. Kenneth P Anderson,PE. Shawn D.Gustafson,P.E. Associates Susan M.Eberlin,C.PA. Michael T Rautmann,PE. Mark R.Rolfs,PE. Cecilio Olivier,P.E. 'Senior Consultant Ted K.Field,P.E. Mark A.Seip,P.E. Paul G.Heuer,P.E. Thomas R.Anderson,A.I.A. Gary W Morien,P.E. John P Gorder,P.E. Engineers & Architects Donald C.Burgardt,P.E. Daniel J.Edgerton,PE. Charles A.Erickson Thomas E.Angus,P.E. A.Rick Schmidt,P.E. Leo M.Pawelsky Ismael Martinez,P.E. Philip J.Caswell,P.E. Harlan M.Olson October 13, 1993 Michael P Rau,P.E. Mark D.Wallis,P.E. James E Engelhardt Mr. Lyle Oman, Building Official City of Orono Post Office Box 66 Crystal Bay, Minnesota 55323 Re: D. Brian Fulmer Sewer Plan File No. 139Gen Dear Lyle, We have reviewed the proposed sewer plan submitted for the D. Brian Fulmer property located at the southeast corner of U.S. Highway No. 12 and the Burlington Northern Railroad, in the Northeast Quarter of Section 32. We would recommend the following modifications. The pump should be designed for a Total Design Head (TDH) of 115 feet. This allows for the static head when MWCC's Maple Plain Lift Station is pumping (1079 - 967 = 112 feet) and approximately 3 feet of head losses due to the 2" forcemain, check valve and gate valve. The developer's engineer should check with the pump manufacturer (Aurora/Hydromatic Pumps, Inc.) to determine of the motor will be overloaded if it is pumping against a lesser head. For example, if the MWCC station is pumping at 1150 GPM or if it is not operating. The proposed lift station wet well depth should be a minimum of 2' below the inlet pipe and 3' below the discharge pipe as shown on the enclosed manufacturer's detail. The developer's engineer should check with the MWCC regarding their tap connection requirements and should complete an "Application and Permit for Connection to, or use of, Metropolitan Waste Control Commission Facilities". Please contact me at this office if you have any questions regarding this matter. Yours very truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. J" b - )d� Shawn D. Gustafson, P.E. cc: Ms. Jeanne A. Mabusth, Building and Zoning Administrator Enclosure 2335 West Highway 36 • St. Paul, MN 55113 9 612-636-4600 oo� PAGE ` OF FLASHING ALARM LIGHT N (OPTIONAL) DUPLEX NEMA 3R OR 4X CONTROL PANEL (SHOWN our of POS/TION) OUTLINE O(' TANK BOTTOM 6 DETERMINED BY HYDR-O-MATIC SUMP SEAL FAILURE LIGHTS(OPTI TE VALVE EXTENSION 'DIA.FOR A8'O�l U. PE OESTA+- HT Pw`�TO�D fOR C"SCN CFFA'EP YNPT K'DIA FOR 60 AA TA'i( V-r rr'?FAi 71.A+, 2 FR:..(701' V SAy1,- NTERME-TE BRACE RE ---'iE'OIA ISTD) FOR EXTENSIONS LONGER • -r.,\ I iC Ocl pPTKHiAU � 'r pTHER�K _ THAN K)'-0' FTFIG - CHA//I ' -L SUMP ChIL L 11 QJIDE WIVE Cl) i 6AL1L P4F'E - 0 STD GAIY. PIPE D154H. ••�� CD NSTALL D BY TE ` WAM PE- ARED (.D MN H-O-M .O VALVE al GLIDE RAILS LONGER V"0*wa TH R THAN C'-0� QQ HB DIA.UXKI DISC 14. RM B NFU.0 NT 1 LµEV�L 16.0•MAX, FOR PIPING MPL HYDRV I raI i y . (6�DiATA,N IU SEALED H STD] T _ DISCHARGE - 4-J.1+ LG HOLD OWN BOLT SLOTS ON 31'DBC FOR 46 DVA SUMP ON 6i;DBC FOR 60 DLA SUMP -PUP FA1t111iE RECd/L70Eo I Z-0"UK LEVEL — I ►LOATKW aamT E�'TTOM (BY.OT HE115) , �. DOR'M A046 SLC"FORo. Hi}OIA ANCHOR DOLTS toy SECT1014 B'B _ sECTcN A-A f1/OTE : ufF O.(/LY UtiF PU�9f' Faf J/�1.�CFX D/0EkTiGA",, euT Q/.4, 7:-�1./k Fob S7-".4a6- CX o er/rr, .voo Fx7R4 z " �.r« c%/Flr� vivs,oF r,�.(ik , HYDROMATIC /;DO EX7-44Z" GArF UA a W/T,y STil�iV P/� AU�CPUM S DROMATIC OF r1,vi< DUPLEX SPGH-G2HX FIBERGLASS INSTALLATION WITH PEDESTAL MOUNTED CONTROL PANEL